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Basics of Dust Control and
Wind Erosion
Dallas Grossman Division of Water Quality
(701) 328-5242
NDR10-0000
PART II – STORM WATER DISCHARGE REQUIREMENTS
C. Storm Water Pollution Prevention Plans
2. Operational Controls
b. Good housekeeping practices to maintain a clean and orderly facility. Litter, debris, chemicals and parts must be handled properly to minimize the exposure to storm water. This includes measures to reduce and remove sediment tracked off-site by vehicles or equipment, and the generation of dust.
Wind Erosion
• Major contributor to erosion of fine-grain soils.
• A thick layer of accumulated sand and silt may not support plant growth.
Wind Erosion
• Wind erosion can be a problem in most states.
Field Manual on Sediment and Erosion Control Best Management Practices for Contractors and
Inspectors, Fifield, 2002
Wind Erosion
• An issue during dry conditions when soil is exposed to wind.
• Unlike water-borne sediment, wind-borne sediment does not flow downhill.
Wind Erosion
Methods of Soil Particle Transportation
– Surface Creep
– Saltation
– Suspension
Field Manual on Sediment and Erosion Control Best Management Practices for Contractors and
Inspectors, Fifield, 2002
Surface Creep
• The rolling and sliding movement of particles across a surface.
• Can represent 5 – 25% of total soil loss from a construction site.
Field Manual on Sediment and Erosion Control Best Management Practices for Contractors and
Inspectors, Fifield, 2002
Saltation • The hopping and bouncing movement of particles.
• The particles are small enough to be lifted by wind, but are too large to stay in the air.
• Upon returning to the ground they dislodge more particles.
• Can represent approximately 50 – 80% of total soil loss due to wind.
Field Manual on Sediment and Erosion Control Best Management Practices for Contractors and
Inspectors, Fifield, 2002
Suspension
• Particles small enough to be suspended by wind.
• Remain in suspension for long durations and can travel great
distances.
• Can represent less than 10% of total soil loss due to wind.
Field Manual on Sediment and Erosion Control Best Management Practices for Contractors and
Inspectors, Fifield, 2002
Size Distribution
Field Manual on Sediment and Erosion Control Best Management Practices for Contractors and
Inspectors, Fifield, 2002
Erosion Rates
• Depend on erodibility of the soil and erosivity of the
wind.
• Erosivity falls into two categories
1. Atmospheric Flow
– The rate of soil movement is proportional to the cube of the wind
velocity.
2. Surface Roughness
– Five major categories:
– Vegetation height and density
– Clods and non-erodible fractions
– Ridges
– Field shelterbelts (or windbreaks)
– Local changes in topography.
Surface Roughness
1. Vegetation height and density
• Determines the extent wind contacts the soil surface
2. Clods and non-erodible fractions
• Provide cover for smaller soil particles
3. Ridges
• Shelter and trap suspended particles when the wind is perpendicular to them
• Provide little protection when wind is parallel to them
4. Field shelterbelts or windbreaks
• Intercept suspended particles
• Particles deposit on the leeward side of the barrier
5. Local changes in topography
• Wind shear is greatest in upper part of the windward slope
Erodibility
• Erodibility of soil is dependent upon
– Diameter
– Density
– Shape
• Most soil is held together in clods in the following ways:
– Water tends to hold soil grains together
• Sands tend to dry quickly
• Finer grains retain moisture longer and are more cohesive
– Texture relates to a soil’s moisture-retention capability
• More silt and clay results in more clods
• More sand results in fewer clods
– Organic cements resulting from breakdown of organic material
– Desegregating processes
• Freeze-thaw breaks down clods
Minimizing Wind Erosion
• Things to consider:
– Control methods available during major grading activities
– Control methods to use after major grading activities
– Amount of area exposed
– Dust generating activities (cutting concrete)
– Location (near populated areas)
– Time of year
– Type of people affected
• People with health issues
• “Concerned citizens”
Control Methods
• Minimize amount of soil exposed
• Mulch and seeding
• Mulch
• Structural Barrier and windbreaks
• Surface Roughening
• Dust suppression chemicals
• Water
Mulch
• Straw or other organic material
Mulch
• In order to prevent mulch from blowing away, it should be disc-anchored into the soil, hydraulically bonded, or covered with netting and stapled
• Mulch may help when optimum germination conditions do not exist (i.e., midsummer, early winter)
Structural Barrier and Windbreaks • Deposition zone of 10 feet for every 1 foot of fence height
– Soil deposition zone = 10 x fence height
• Spacing between barriers depends on soil erodibility
– Low (erodibility) = 1,000 ft
– Moderate = 200 ft
– High = 50 ft
• The best sediment collection occurs when 40% to 50% of the fence is open (porosity)
Field Manual on Sediment and Erosion Control Best Management Practices for Contractors and
Inspectors, Fifield, 2002
Structural Barrier and Windbreaks
• Caution should be used when placing barriers before snow fall, then the deposition zone is 35 feet for every 1 foot of fence
– Snow deposition zone = 35 x fence height
Snow Fence Guide, Tabler, 1991
Control Methods
• Surface Roughening
– Construct ridges perpendicular to the prevailing wind or to the direction you want to protect
– Ridges should be 6 inches in height
• Water
– Useful when equipment is available and water retention capability of the soil
• Dust Suppression Chemicals
– Apply according to directions (do not over apply) or NDDoH guidelines (e.g., oilfield salt brine)
– Use caution when applying near waters of the state (do not violate a water quality standard)
– A significant amount of time should be provided prior to a rain event to allow the product to set and avoid being washed away by stormwater
36 mph winds
4/6/2006
36 mph winds
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36 mph winds
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36 mph winds
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36 mph winds
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36 mph winds
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36 mph winds
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36 mph winds
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36 mph winds
4/6/2006
36 mph winds
4/6/2006
36 mph winds
4/6/2006
36 mph winds
4/6/2006
36 mph winds
4/6/2006
36 mph winds
4/6/2006
36 mph winds
4/6/2006
36 mph winds
4/6/2006
36 mph winds
4/6/2006
36 mph winds
4/6/2006
36 mph winds
4/6/2006
36 mph winds
4/6/2006
Questions?
References
• Designing for Effective Sediment and Erosion Control on Construction Sites;
Jerald S. Fifield; 2001
• Field Manual on Sediment and Erosion Control Best Management Practices
for Contractors and Inspectors; Jerald S. Fifield; 2002
• SHRP-W/FR-91-106, Snow Fence Guide; Ronald D. Tabler, Tabler &
Associates; 1991
• Protecting Water Quality in Urban Areas; MPCA; 2000